### Group By Message ID

XS CD 01 | SECNO: 49310
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 49117
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 48551
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 48220
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 45665
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 45455
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 44902
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 43480
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 41914
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 38540
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 38438
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 37158
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 35788
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 35472
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 31388
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 30233
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 25826
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 25620
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 25381
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 25276
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 24936
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 24807
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 24039
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 22108
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 21860
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 21569
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 21501
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 20625
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 20419
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 20053
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 18172
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 16302
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 14442
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 14364
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 14275
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 14180
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 14056
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 13945
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 13812
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 13548
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 12470
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 12189
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 12063
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 11366
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 10646
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 10442
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 9141
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 5863
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 4706
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS CD 01 | SECNO: 2948
| Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C". The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
XS IF 01L | SECNO: 49500
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2166.98 is higher than the ground elevation 2166.755 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2172.63. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 45202
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2079.24 is higher than the ground elevation 2078.343 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2089.15. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 38540
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2019.15 is higher than the ground elevation 2019.045 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2024.32. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 38438
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2016.96 is higher than the ground elevation 2016.668 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2025.45. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 37597
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2007.52 is higher than the ground elevation 2007.178 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 2015.53. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 35472
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1977.38 is higher than the ground elevation 1977.087 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1986.33. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 31388
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1953.34 is higher than the ground elevation 1951.884 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1964.18. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 16302
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1504.37 is higher than the ground elevation 1503.859 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1523.42. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 13812
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1451.29 is higher than the ground elevation 1450.611 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1469.84. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 13695
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1447.85 is higher than the ground elevation 1446.564 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1460.49. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 12063
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1400.67 is higher than the ground elevation 1398.404 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1414.06. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 11366
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1382.99 is higher than the ground elevation 1382.392 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1394.95. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 3525
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1293.57 is higher than the ground elevation 1292.803 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1326.11. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01L | SECNO: 64
| Flow code will be IL. The area left of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1268.94 is higher than the ground elevation 1266.219 of the Left Ineffective Flow Station. However, it is equal to or lower than the left ineffective flow elevation of 1278.76. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area left of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area left of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 49310
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2164.33 is higher than the ground elevation 2164.132 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2177.37. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 49117
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2160.39 is higher than the ground elevation 2159.76 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2169.6. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 48729
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2154.96 is higher than the ground elevation 2154.319 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2160.84. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 48551
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2152.44 is higher than the ground elevation 2151.875 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2155.19. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 48220
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2148.25 is higher than the ground elevation 2146.716 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2155.39. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 47950
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2144.35 is higher than the ground elevation 2143.653 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2150.99. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 44902
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 2076.22 is higher than the ground elevation 2074.128 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 2088.99. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 30233
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1942.23 is higher than the ground elevation 1940.96 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1944.76. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 25620
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1883.64 is higher than the ground elevation 1882.95 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1890.33. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 25381
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1872.72 is higher than the ground elevation 1872.482 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1880.6. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 20053
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1584.78 is higher than the ground elevation 1584.557 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1593.27. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 14442
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1464.52 is higher than the ground elevation 1464.076 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1481.21. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 13695
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1447.85 is higher than the ground elevation 1447.457 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1457.46. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 13548
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1444.65 is higher than the ground elevation 1442.809 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1455.31. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 3525
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1293.57 is higher than the ground elevation 1293.507 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1317.94. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 2948
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1288.25 is higher than the ground elevation 1286.934 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1314.57. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 507
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1270.08 is higher than the ground elevation 1269.246 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1289.55. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS IF 01R | SECNO: 64
| Flow code will be IR. The area to the right of the ineffective flow station may be considered effective. The 1%-annual-chance WSEL of 1268.94 is higher than the ground elevation 1265.814 of the Right Ineffective Flow Station. However, it is equal to or lower than the right ineffective flow elevation of 1278.02. The lateral structure was not modeled downstream of this River Station. Lower the ineffective flow elevation to the ground elevation to consider the area right of the ineffective flow station as effective, or model a lateral structure if the overflow will take a different flow path. The ineffective flow elevation could be accepted if the area right of the ineffective flow station is non conveyance.
XS LC 01 | SECNO: 6416
| LenChl Up/TopWdthAct Dn = 5. The ratio is more than 1.1. LenChlUp is more than 500 feet. This cross section is located too far upstream from the critical depth cross section 5863 for the 1%-annual-chance flood. The cross section should move closer to the critical depth section, or an additional cross section should be added between the two cross sections. The HEC-RAS geometry file may need to be recreated using a GIS program.
XS LC 01 | SECNO: 5345
| LenChl Up/TopWdthAct Dn = 6. The ratio is more than 1.1. LenChlUp is more than 500 feet. This cross section is located too far upstream from the critical depth cross section 4706 for the 1%-annual-chance flood. The cross section should move closer to the critical depth section, or an additional cross section should be added between the two cross sections. The HEC-RAS geometry file may need to be recreated using a GIS program.
XS LC 01 | SECNO: 3525
| LenChl Up/TopWdthAct Dn = 3.61. The ratio is more than 1.1. LenChlUp is more than 500 feet. This cross section is located too far upstream from the critical depth cross section 2948 for the 1%-annual-chance flood. The cross section should move closer to the critical depth section, or an additional cross section should be added between the two cross sections. The HEC-RAS geometry file may need to be recreated using a GIS program.